Important and common sectional
properties of rolled steels are Moment of Inertia, Radius of gyration &
Elastic Modulus. The purpose of usage and definitions are below. Generally, the
centimetre (cm) is used for the calculated properties.
Moment Of Inertia (I)
Area Moment of Inertia, also known as Second Moment of Inertia - I, is a property of shape that is used to predict deflections and stresses in beams. The larger the Moment of Inertia the less the beam will bend. The moment of inertia is a geometrical property of a beam and depends on a reference axis and has been calculated taking into account all tapers, radii and fillets of the sections.
Area Moment of Inertia, also known as Second Moment of Inertia - I, is a property of shape that is used to predict deflections and stresses in beams. The larger the Moment of Inertia the less the beam will bend. The moment of inertia is a geometrical property of a beam and depends on a reference axis and has been calculated taking into account all tapers, radii and fillets of the sections.
Radius of gyration (r)
The radius of gyration is a parameter used in
buckling calculation. It can be calculated by roots of Moment of Inertia
divided by Area
r = (I / A)1/2
Elastic modulus (Z)
The elastic modulus is used to calculate the moment
capacity based on the design strength of the section or the stress at the
extreme fibre of the section from a known moment. It is derived as follows:
Z =I/e
Other sectional properties are used in engineering
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